Bowstring truss type fully-enclosed hydraulic climbing formwork system and application method for same
A technology of hydraulic climbing formwork and bowstring truss, which is applied in the fields of formwork/formwork/work frame, on-site preparation of building components, construction, etc. Balance and improve the effect of structural rigidity
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Embodiment 1
[0054] see Figure 3 to Figure 8 , this bowstring truss type fully enclosed hydraulic climbing formwork system is set on the outside of the frame beam 15, that is, the frame structure, including:
[0055] An operation platform frame body, which is used to provide an operation platform for binding steel bars, formwork 5 construction and equipment operation, including a construction operation frame 1, an equipment operation frame 2, a truss type load-bearing frame 3 and a bowstring truss 4, the construction operation frame 1, The truss-type load-bearing frame 3 and the equipment operation frame 2 are arranged sequentially from bottom to top, and dust-proof enclosures (not marked) are arranged on the outside of the three. The truss 4 includes a middle truss 41 and two side slant supports 42, one end of the two side slant supports 42 is respectively connected to the outside of the middle truss 41, and the other end is respectively connected to the construction operation frame 1 an...
Embodiment 2
[0082] see Figure 9 The difference between the bowstring truss type fully enclosed hydraulic climbing formwork system of this embodiment and the first embodiment is that the bowstring truss type fully enclosed hydraulic climbing formwork system is set on the outside of the shear wall, and the wall attachment device is set on the shear wall. outside of the wall.
[0083] read on Figure 9 , this embodiment also discloses a method of using a bowstring truss type fully enclosed hydraulic climbing formwork system, which is used for construction on the outside of the shear wall, using the bowstring truss type fully enclosed hydraulic climbing formwork system as described above, the The method of use includes the following steps:
[0084] Step 1: Pouring and pounding the structural concrete of the Nth structural section;
[0085] Step 2: During the curing of the concrete, bind the structural steel bars 20 of the N+1 section;
[0086] Step 3: After the concrete of the Nth struct...
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